r= 7.36 m f the resultant of the point B, determine gystem at O. 45 kN 1.2 m A 18 kN

Q: i: 0.585c +0.672F +0.875T =0 į 0.677c-0.336F-0.437T–120 kN=0 k 0.446c +0.658F+0.211T =0

A: C=124.043 KN F= - 76.165 KN T=-24.437 KN

Q: Determine the reaction at support B using Force method analysis. Assume support A is fixed and…

A: The above beam is  fixed at one end and the other end is overhanged with roller support in…

Q: Determine the vertical displacement at B (ABY) by used Castigliano method Dont calculate the EI Ang…

A:

Q: slope at A

A:

Q: Solve by Consistent Deformats to find all reactions El 2x10KN. m2

A:

Q: 12 kN A 2 m [Figure for B1, B2] C -2 m B

A:

Q: For the simply supported beam carrying the concentrated load P = 176 N at its midspan, determine the…

A:

Q: Solve using the Force Method via primary and flexibility/virtual structures. Use point C as…

A: Determination of reaction using force method

Q: 3. Determine the reaction of supports using slope deflection method. El is constant. 20 kN / m 24 kN…

A:

Q: Problem no. 1 Determine the slope and the displacement at the nd C of the beam. . 8 kN 4 kN A |D B-=…

A: To find slope and displacement at C

Q: 30 kN 30 kN 30 kN 20 kN- 4 m -2m-2m2 m+2m- EA = constant E= 200 GPa A= 5000 mm Determine the total…

A: We have to determine the value of total displacement of joint E as per the given data in the…

Q: SOLVE THIS USING CBM ONLY. SHOW COMPLETE SOLUTION. Determine the slope and the displacement at the…

A:

Q: Consider the given figure. Given: P = 12 kN. P A C-0000 ←0.4 m→ 2 kN/m 13.6 KN -0.8 m- Determine the…

A:

Q: Find maximum bending moment

A: We will find moment at each main point and draw moment diagram

Q: 60⁰ Find the vertical and horizontal displacement at point C using the CASTIGLIANO THEROEM (de) v =…

A: Given data:

Q: 2.1.1.1.1.1.1.2.2.2..2 Answer question No.2 ONLY!

A:

Q: 4. Determine the displacement at point D. El is constant. m B 8 kN/m D

A:

Q: Determine the force (N) in link AB if P = 41.8 kNand d = 0.37. Round off only on the final answer…

A:

Q: E F G 1[KN] A D Figura 2 B 2.

A:

Q: Q3 50 kN 5 m 5 m. 3々 Analyze the above symmetrical otructure under the given symmetrical loading by…

A: Given: Vertical load=50kn at A  Vertical load=50kn at C  UDL=10×10UDL=100KN By using the diagram…

Q: 1. Determine the reaction of supports of the beam shown. The support at B is displaced (settles)…

A: Given, Settlement of support B, δB = 80 mm or 0.08 m  E = 200 GPa or 200 x 106 kPa  I = 1500 x 106…

Q: Using Double Integration method Find the Reaction at the Supports. Assume El is Constant along the…

A:

Q: Determine the deflection 8g at the free end of a cantilever beam AB with a uniform load of intensity…

A:

Q: roblem 8.59 (Figure 1) Figure 1 of 1 4 kN/m Part A If the beam AD is loaded as shown, determine the…

A: Given Data : We have to find the value of P and to check weather the wedge is self locking?

Q: 12 KN Q 1 find stress Rod Rod D TCD ТАВ AB CD beam 10 m A uniform beam supported by two beam have…

A:

Q: A 5 kN -1.5 m- B ood -1.5 m D 2m

A:

Q: fl m→ -2.0 m- e total deflection at B. [Hint: Use

A: a)   Take , a = 1m from left  , x = 2m from left , l = total length = 4m Given : EI = 2000 KNm2…

Q: Determine the vertical displacement of Point EI is Constant. 10 KN C. 6 kN/m A & 3m к Use E = 2E8…

A: Moment of inertia being a function of two variables viz. width and depth. The values of these can be…

Q: 2. The beam is loaded as shown. Using Slope Deflection Equation method, analyze completely the beam.…

A: Given data:

Q: Determine the vertical displacement of Point EI is Constant. 10 KN C. 6 kN/m A & 3m к Use E = 2E8…

A: The problem can be conveniently solved using Superposition principle. By superimposing the…

Q: A & Tin k Determine the vertical displacement of Point EI is Constant. 10 KN C. 6 kN/m 3m C B 3m Use…

A: Virtual work method will be used to find the deflection at point C

Q: Solve for A1, A2, and Amid

A:

Q: Q6) The block has a mass of 15kg and rests on the smooth plane. Determine the .unstretched length of…

A: Mass of block=15kg To find Unstretched length of spring

Q: Q/ Determine the displacement at C and the slope at B. EI is constant. using the conjugate-beam…

A: hinge support is given on point Aroller support is given on point Btotal length of span =9 mdistance…

Q: 4. Forces P and F acting along the bars shown maintain equilibrium of pin A. Determine the values of…

A:

Q: Loading status in figure q= 4 kN ⁄ m, P = 48 kN in the bar dimensions L= 2 m and e= 0.5 m.…

A: The lever will induce an axial force P and a clockwise moment Pe at the point C. Using equations of…

Q: * Determine the resultant of the coplanar force system 300 0 A 50 100 250 === 0 0=1.198.... R-50.15…

A:

Q: In the cage system below; It is under the effect of a P-150 kN load acting at an angle of 0=75 °…

A:

Q: I. Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I=70(10%)mm*. Use…

A:

Q: Determine the internal forces at point J when = 90 °.

A: Internal Forces: The force exerted by the part of the structure on the remaining other parts of the…

Q: Determine the displacement ad rotation at start and end point of the beam 6 kN/m 2 m 2 m 6 kN/m B 2…

A:

Q: Determine the resultant of B and C if the resultant of A and B is 100 kN directed along the z-axis.…

A:

Q: L/3 m PKN Lm Q kN/m

A:

Q: Q5: Determine the resultant and position of the resultant force from point C 3 KN 30 to 02 m 03m 5KN…

A: Solution Determine the resultant

Mechanics of Solids

It is the study of the behavior of solid materials, their characteristics under various circumstances such as variation in external forces, temperature, and other internal factors. It is one of most important study in the field of engineering science, especially chemistry and mechanical engineering. In rigid body, the idealization of the solid body in which deformation is neglected. Deformation is known as the force acting on the solid state system which exerts change in its shape of the body but it continues to be at rest or in a uniform motion but it cannot accelerate. But those solid systems do have elasticity, compressibility and can be bent. This field is very vast since there are wide range of materials around us.